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Shear capacity and flexural ductility of reinforced high- and normal-strength concrete beamsIslam, Md. Shahidul. January 1996 (has links)
published_or_final_version / Civil Engineering / Master / Master of Philosophy
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Time-dependent behavior of high-performance concreteShams, Mohamed Khalil 05 1900 (has links)
No description available.
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Durability prediction of recycled aggregate concrete under accelerated aging and environmental exposureUnknown Date (has links)
This study is to compare the performance of recycled aggregate concrete and the impact of up to 50% cement replacement with fly ash on durability. Water content, sieve analysis, standard and modified compaction tests were performed to assess the physical properties of the recycled aggregate concrete. Accelerated aging tests were performed to predict the long term durability of the recycled aggregate concrete. Following Arrhenius modeling and TTS and SIM accelerated aging protocols, a time versus stiffness master curve was created. This allowed the prediction of equivalent age using experimental data and theoretical analysis. To account for environmental exposure, the specimens underwent 24 and 48 hours of wet-dry cycling and subjected. Overall there was an increase in stiffness and strength from the specimens containing fly ash. All tests performed predicted equivalent age beyond the testing period of 144 hrs. and up to 7 years. Specimens containing fly maintained a constant and higher density to environmental exposure. / by Lillian Gonzalez. / Thesis (M.S.C.S.)--Florida Atlantic University, 2010. / Includes bibliography. / Electronic reproduction. Boca Raton, Fla., 2010. Mode of access: World Wide Web.
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Stress-strain behaviour of confined high strength concrete under monotonically increasing and cyclic loadingsLokuge, W. P. (Weena Priyanganie), 1967- January 2003 (has links)
Abstract not available
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Transfer and development length of 06-inch diameter prestressing strand in high strength lightweight concreteMeyer, Karl F. 05 1900 (has links)
No description available.
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Seismic retrofitting of rectangular reinforced concrete columns with partial interaction platingWu, Y. F. (Yu-Fei) January 2002 (has links) (PDF)
"June 2002" Includes bibliographical references (leaves 349-374)
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Seismic retrofitting of rectangular reinforced concrete columns with partial interaction plating / by Yu-Fei Wu.Wu, Y. F. (Yu-Fei) January 2002 (has links)
"June 2002" / Includes bibliographical references (leaves 349-374) / xxxix, 416 leaves : ill., plates ; 30 cm. / Title page, contents and abstract only. The complete thesis in print form is available from the University Library. / Thesis (Ph.D.)--University of Adelaide, Dept. of Civil and Environmental Engineering, 2002
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